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dc.contributor.authorVaslestad, Jan
dc.contributor.authorFjeldheim, Nils
dc.contributor.authorBraaten, Anne
dc.contributor.authorJohansen, Tor Helge
dc.date.accessioned2014-02-03T07:35:09Z
dc.date.available2014-02-03T07:35:09Z
dc.date.issued1996-10
dc.identifier.urihttp://hdl.handle.net/11250/190410
dc.description.abstractIn the summer of 1993 a 13 m high reinforced soil slope was built in the City of Lillehammer as part of the new road system constructed in conncection with the 1994 winter olympic games. The reinforced soil slope with an inclination of 60 degrees and a vegetated front was selected as an alternative to a reinforced concrete wall. This proved to be a very cost effective solution. The reinforcement used was a woven polyester geotextile with a characteristic short time tensile strength of 150 kN/m. In-situ materials consisting of silty, gravelly sand were used as backfilling materials. An inclinometer channel and six thermistors wew installed in order to measure horizontal deformations and temperature variations in the structure respectively.no_NO
dc.language.isoengno_NO
dc.publisherVegdirektoratetno_NO
dc.relation.ispartofseriesIntern rapport;1910
dc.subjectArmert jordno_NO
dc.subjectGeosynteterno_NO
dc.subjectSkråningerno_NO
dc.titleLong-term behaviour of a 13 m high reinforced steep soil slope. Paper presented at Euro Geo 1 Maastrictno_NO
dc.typeResearch reportno_NO
dc.source.pagenumber20no_NO


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